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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹7.4 L+₹54,250.06 (7.91%)Rejected-Finance | L2 | Rejected-Finance HIGHEST BIDDER |
| Sl No | Description | Qty | Unit | SULTHAN ABDUL KADER L1 | MATHI RAMAIYA L2 |
|---|---|---|---|---|---|
| 1.00Earthwork excavation for foundation in all kinds of soils and subsoils to full depth as directed by the departmental officers except hard rock inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown the departmental officers with initial lead of 10m and initial lift of 2m including cost of all labour charges etc. complete as per standard specifications. | |||||
| 1.01 | Foundation | 25 | M3 | 205 ₹5,125 Lowest | 205 ₹5,125 Lowest |
| 1.02 | Plinth beam | 28 | M3 | 154 ₹4,312 Lowest | 154 ₹4,312 Lowest |
| 2.00 | Supplying and filling with clean M-sand in layers of not more than 15cm thick well rammed watered and compacted including cost and conveyance of sand and filling charges etc. complete as per Standard specification. | 10 | M3 | 2,175 ₹21,750 Lowest | 2,175 ₹21,750 Lowest |
| 3.00 | Plain cement concrete 1:4:8 (One cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing charges for mixing, laying, compacting and curing etc. complete as per Standard specification. | 10 | M3 | 5,979 ₹59,790 Lowest | 5,979 ₹59,790 Lowest |
| 4.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 1,080 | Kg | 89 ₹96,120 Lowest | 150 ₹1,62,000 |
| 5.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specifications | |||||
| 5.01 | Column | 22 | M2 | 1,227 ₹26,994 Lowest | 1,227 ₹26,994 Lowest |
| 5.02 | Grade beam and kerb wall | 193 | M2 | 494 ₹95,342 Lowest | 494 ₹95,342 Lowest |
| 5.03 | slab and beam | 53 | M2 | 1,023 ₹54,219 Lowest | 1,023 ₹54,219 Lowest |
Tender Value
₹8.3 L
EMD Value
₹8,250
Closing Date
23 May 2025, 3:00 pmClosed
Commissioner
Municipal office Adirampattinam
NNT 2024-25 Construction of Bourial ground shed at ward no.3 in Adirampattinam Municipality
2025_MAWS_556808_1
224-1/2024/E1
Open Tender
Civil Works - Others
Lump-sum
90 days
Municipal office Adirampattinam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,250
23 Feb 2026
12 May 2025
23 May 2025
12 May 2025
23 May 2025
12 May 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_665024.pdf
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details.html
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